Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-23 CANAL ' (1) ·
'C-3 Canal ' (1) ·
'C-51 Canal ' (1) ·
'DANFORTH CREEK ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'E-1 Canal ' (1) ·
'E-2 Canal ' (1) ·
'E3-canal ' (1) ·
'KELLER CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'PERENNIAL CANAL ' (1) ·
'Trib to Spruce Creek ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'49th St Lindsey Rd' (1) ·
'Benoist Farms Rd ' (1) ·
'CENTER DRIVE ' (1) ·
'CHERRY ROAD ' (1) ·
'CITRUS BLVD. ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'Haverhill Rd ' (1) ·
'Hypoluxo Rd ' (1) ·
'Lake Ida Road ' (1) ·
'MAPP ROAD ' (1) ·
'Melaleuca Lane ' (1) ·
'PARK COMMERCE BLVD' (1) ·
'Pioneer Road ' (1) ·
'Port Malabar BL WB' (1) ·
'Tomoka Farms Rd ' (1)
Number 008:
705920 (1) ·
794045 (1) ·
884102 (1) ·
884103 (1) ·
894059 (1) ·
894060 (1) ·
934229 (1) ·
934357 (1) ·
934359 (1) ·
934361 (1) ·
934362 (1) ·
934711 (1) ·
934721 (1) ·
934963 (1) ·
936500 (1)
Location 009:
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'IN JOHN PRINCE PARK ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
